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Home My WebLink AboutResponse to Staff Comments - 081022City of Little Rock Planning and Development Planning Commission Hearing/September 8, 2022 Applicant Comments for Proposed Development Applicant Responses are due no later than Wednesday, August 10, 2022. Please submit revised site plans, if applicable, along with any written responses. All documents should be submitted to this email address for review. RE: Miramont Circle – Preliminary Plat (S-867-O(9) West end of Miramont Blvd., West of Chenal Valley Drive Development Comments: 1.Provide the following information as highlighted in the attached PDF, as per Sections 31-87 through 31-93 of the City’s Subdivision Ordinance. WILL COMPLY 2.Submit a filing fee of $850.00 WILL COMPLY INCLUDED ON PLATNOTED ON PLATNONECAWLRWRASHOWN ON PLATSHOWN ON PLAT SHOWN ON PLATWILL COMPLY DOES NOT APPLYWILL COMPLYCHENAL COUNTRY CLUB 1/2" IRON PINALL ADJACENT PROPERTY IS R-2PHASE PLAN SHOWNNO STREET GRADE VARIANCE IS PROPOSED WILL COMPLY ATTACHED IS A DRAFT BOAWILL COMPLY WILL COMPLY Date: July 22, 2022 RESPONSE IN GREEN From: Fire Marshal Derek Ingram and Captain Tony Rhodes Comment for the following Locations: S‐867‐O(9) Miramont Circle – Preliminary Plat West end of Miramont Blvd., West of Chenal Valley Drive Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. If the grade exceeds 10 percent, approval will be denied and the applicant must submit request to be reviewed by Fire Chief for Approval. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. One‐ or Two‐Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One‐ or Two‐Family dwelling residential developments. Developments of one‐ or two‐family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101 – C105, in conjunction with Central Arkansas Water (Daniel Tull 501‐377‐1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501‐918‐3757, or Fire Marshal Derek N Ingram 501‐918‐3756 Number and Distribution of Fire Hydrants as per Table C105.1. S‐1471‐C Lots 3‐6, Chenal/Kanis Addition – Preliminary Plat 17100 Block of Chenal Parkway Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. If the grade exceeds 10 percent, approval will be denied and the applicant must submit request to be reviewed by Fire Chief for Approval. Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. One‐ or Two‐Family Residential Developments. As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One‐ or Two‐Family dwelling residential developments. Developments of one‐ or two‐family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and al dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101 – C105, in conjunction with Central Arkansas Water (Daniel Tull 501‐377‐1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501‐918‐3757, or Fire Marshal Derek N Ingram 501‐918‐3756 Number and Distribution of Fire Hydrants as per Table C105.1. WILL COMPLY WITH ALL COMMENMTS TO: MONTE MOORE, DEVELOPMENT ADMINISTRATOR FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE SEP 08, 2022, PLANNING COMMISION MEETING DATE: JULY 26, 2022 1. East End of Miramont Blvd S-867-O (9) 1. No Comment Civil Engineering Review Comments ☐ Board of Adjustment ☒Planning Commission Agenda Date: 09/08/2022 Z-9714, LU2022-15-02, Z-9713, LU2022-09-01, Z-9719, Z-1907-A, Z-9718, Z-9717, A-342 No comments. Z File Number Z-S-867-O(9) Miramont Circle – Preliminary Plat 1. A grading permit must be obtained prior to initiation of work. Grading permits are issued by the Planning and Development Dept. at 723 West Markham Street after approval of sediment and erosion control plans, grading and drainage plans, land survey, drainage study, and soil loss calculations per City’s stormwater management and drainage manual. Contact Planning and Development Dept., Civil Engineering Private Development at 501-371-4817 or at 501-918-5348 or Permits@littlerock.gov to schedule an appointment for issuance or to answer any questions. Permit cost is based on total project area at $100.00 for the less than ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00 for each additional acre for project greater than 1 acre. WILL COMPLY 2. Hauling of fill material on or off project sites over municipal streets require approval prior to a grading permit being issued by the Department of Planning and Development. Contact Public Works Traffic Engineering at 621 S. Broadway 501- 379-1805 with any questions or for more information. WILL COMPLY 3. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES branch at 501-682-0744 for applications and information about General Stormwater Discharge Construction Permit #ARR150000. WILL COMPLY 4. Damage to public and private property due to hauling operations or operations of construction related equipment from a construction site shall be repaired by the responsible party prior to the issuance of a certificate of occupancy. WILL COMPLY 5. Provide as-built plans and data entry template of newly installed or modified public and private stormwater drainage system prior to issuance of the certificate of occupancy. The as-built plans should contain information as found on the City of Little Rock website at https://www.littlerock.gov/city-administration/city- departments/public-works/applications-details-and-manuals/. Provide the as-built plans and data entry template to Planning and Development Dept., Civil Engineering Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov. If you have any questions or desire additional information, please do not hesitate to contact Planning and Development Dept., Civil Engineering Private Development at 501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov. WILL COMPLY 6. Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis is required showing drainage data for all watercourses entering and leaving the plat boundaries. The storm drainage analysis shall be prepared in sufficient detail to illustrate the proposed system’s capability of accommodating storm events as required by the stormwater management and drainage manual. The preliminary plat shall also show drainage arrows indicating how drainage arrives at the site and drainage arrows how it leaves the site post development. Indicate where the storm sewer pipes are located within the development also. Additionally, provide profile and cross-sectional views of the detention structure outlet/spillway. Delineation of the drainage areas pre and post construction with respective discharges via rational method shall also be shown. The preliminary plat shall also contain all information as outlined in City Code 31-89. WILL COMPLY 7. A drainage study showing all hydrologic and hydraulic calculations for the proposed storm sewer pipe system, detention ponds and underground structures, and inlets is required. For final drainage report, sign, date, and seal the report per AR State Board of Professional Engineers and Professional Surveyors rules Article 12, Section B (1) (a). Provide engineer's certification statement saying this drainage report was conducted by yourself or directly under your supervision and attesting to the accuracy of the information within this report. WILL COMPLYWITH CONSTRUCTION PLAN 8. The Department requires three (3) phase sediment and erosion control (SEC) plans to be submitted for all construction projects showing best management practices (BMPs) for mitigating sediment runoff and erosion along with vegetation specifications for temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and landscaping of the site. . WILL COMPLYWITH CONSTRUCTION PLAN 9. Sediment and Erosion Control plans shall also show the pertinent information as outlined in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-B). . WILL COMPLYWITH CONSTRUCTION PLAN 10. Contact Planning and Development Dept., Civil Engineering Private Development at 501-371-4817 or at 501-918-5348 for inspections of any work in the public right-of- way prior to placement of concrete or asphalt or for on-site clarification of requirements prior to commencing work. Failure to do so can result in removal of any improperly placed concrete or asphalt at the expense of the owner or contractor.WILL COMPLY 11. Private access is proposed for this property. In accordance with Little Rock Code Section 31-207, private streets must be designed and constructed to the same standard as public streets per City of Little Rock’s Master Street Plan. For a minor residential street per master street plan, minimum total width required (including curb & gutter) is 28 feet. Preliminary plat shows 27 feet total width. Revise total street width to meet master street plan standards or request a variance from this requirement to Department staff for review.THIS IS A MINOR RESIDENTIAL STREET AND COMPLIES WITH THE MASTER STREET PLAN 12. If street lighting is planned to be used, per City Rev. Code 31-403 the Department requires street lighting plans to be submitted to the Department for review and approval before filing and recording of the final plat for the subdivision. The street lighting plans required shall include conduit and pull/junction box locations, street luminaire locations and mounting heights, wire sizes, current photometric data for the proposed fixtures, and subdivision street photometrics using the proposed fixtures that meet AASHTO Roadway Lighting Design Guide standards.WILL COMPLY 13. Per City Code 31-206 (f), “Property line corners at street intersections shall be rounded with a radius of at least twenty (20) feet.” WILL COMPLY 14. Provide typical section(s) for proposed private streets to verify compliance with master street plan. SHOWN ON PLAT